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Volumn , Issue , 2003, Pages 423-441

Direct analysis approach for the assessment of frame stability: Verification studies

Author keywords

[No Author keywords available]

Indexed keywords

DIRECT ANALYSIS APPROACH; FRAME STABILITY; REVERSE CURVATURE BENDING; STEEL FRAMING SYSTEMS;

EID: 3042642310     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (10)

References (14)
  • 1
    • 3042520481 scopus 로고    scopus 로고
    • Load and resistance factor design specification for steel buildings
    • American Institute of Steel Construction, Inc., Chicago, IL
    • AISC (1999) Load and Resistance Factor Design Specification for Steel Buildings, Manual of Steel Construction - Load and Resistance Factor Design, Third Edition, American Institute of Steel Construction, Inc., Chicago, IL.
    • (1999) Manual of Steel Construction - Load and Resistance Factor Design, Third Edition
  • 2
    • 3042613456 scopus 로고    scopus 로고
    • Code of standard practice for steel buildings and bridges
    • American Institute of Steel Construction, Inc., Chicago, IL
    • AISC (2000), Code of Standard Practice for Steel Buildings and Bridges, Manual of Steel Construction - Load and Resistance Factor Design, Second Edition, American Institute of Steel Construction, Inc., Chicago, IL.
    • (2000) Manual of Steel Construction - Load and Resistance Factor Design, Second Edition
  • 3
    • 0003533293 scopus 로고    scopus 로고
    • American Society of Civil Engineers Structural Engineering Institute's Task Committee on Effective Length under the Technical Committee on Load and Resistance Factor Design
    • ASCE (1997), Effective Length and Notional Load Approaches for Assessing Frame Stability: Implications for American Steel Design, American Society of Civil Engineers Structural Engineering Institute's Task Committee on Effective Length under the Technical Committee on Load and Resistance Factor Design, 442 pp.
    • (1997) Effective Length and Notional Load Approaches for Assessing Frame Stability: Implications for American Steel Design
  • 4
    • 3042722264 scopus 로고    scopus 로고
    • Proposed new provisions for frame stability using second-order analysis
    • Structural Stability Research Council, Seattle, April
    • Deierlein, Gregory G., Hajjar, Jerome F., Yura, Joseph A., White, Donald W., and Baker, William F. (2002), "Proposed New Provisions for Frame Stability Using Second-Order Analysis." Proceedings, Annual Technical Session, Structural Stability Research Council, Seattle, April
    • (2002) Proceedings, Annual Technical Session
    • Deierlein, G.G.1    Hajjar, J.F.2    Yura, J.A.3    White, D.W.4    Baker, W.F.5
  • 6
    • 0003413497 scopus 로고
    • The design and behavior of beam-columns in unbraced steel frames
    • Report No. 2, Civil Engineering/Structures Research Lab., University of Texas, Austin, TX
    • Kanchanalai, T. (1977), "The Design and Behavior of Beam-Columns in Unbraced Steel Frames," AISI Project No. 189, Report No. 2, Civil Engineering/Structures Research Lab., University of Texas, Austin, TX, 300 pp.
    • (1977) AISI Project No. 189 , vol.189
    • Kanchanalai, T.1
  • 7
    • 0017215904 scopus 로고
    • A practical method of second order analysis. Part 2: Rigid frames
    • AISC
    • LeMessurier, W. J. (1977), "A Practical Method of Second Order Analysis. Part 2: Rigid Frames," Engineering Journal, AISC, 13(4), pp. 89-96.
    • (1977) Engineering Journal , vol.13 , Issue.4 , pp. 89-96
    • Lemessurier, W.J.1
  • 9
    • 3042551547 scopus 로고    scopus 로고
    • A modified elastic approach for the design of steel frames
    • Structural Stability Research Council, Fort Lauderdale, May
    • Maleck, A.E. and White. D.W (2001)., "A Modified Elastic Approach for the Design of Steel Frames," Proceedings, Annual Technical Session, Structural Stability Research Council, Fort Lauderdale, May.
    • (2001) Proceedings, Annual Technical Session
    • Maleck, A.E.1    White, D.W.2
  • 10
    • 3042659916 scopus 로고    scopus 로고
    • Alternative approaches for elastic analysis and design of steel frames. I: Overview
    • submitted for review
    • Maleck, A. E. and White, D. W. (2003a), "Alternative Approaches for Elastic Analysis and Design of Steel Frames. I: Overview," ASCE Journal of Structural Engineering, submitted for review.
    • (2003) ASCE Journal of Structural Engineering
    • Maleck, A.E.1    White, D.W.2
  • 11
    • 3042511338 scopus 로고    scopus 로고
    • Alternative approaches for elastic analysis and design of steel frames. II: Verification studies
    • submitted for review
    • Maleck, A. E. and White, D. W. (2003b), "Alternative Approaches for Elastic Analysis and Design of Steel Frames. II: Verification Studies," ASCE Journal of Structural Engineering, submitted for review.
    • (2003) ASCE Journal of Structural Engineering
    • Maleck, A.E.1    White, D.W.2
  • 13
    • 0003488248 scopus 로고    scopus 로고
    • Structural Stability research Council, Wiley
    • th Edition, T.V. Galambos (ed.), Structural Stability research Council, Wiley.
    • (1998) th Edition
    • Galambos, T.V.1
  • 14
    • 0031354442 scopus 로고    scopus 로고
    • Design of beam-columns in steel frames. I: Philosophies and procedures
    • ASCE
    • White, D.W. and Clarke, M.J. (1997), "Design of Beam-Columns in Steel Frames. I: Philosophies and Procedures, Journal of Structural Engineering, ASCE, 123(12), 1556-1564.
    • (1997) Journal of Structural Engineering , vol.123 , Issue.12 , pp. 1556-1564
    • White, D.W.1    Clarke, M.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.